Proposed Three Span Arch Subway of the C. M. & St. P. Ry. Over Humboldt Boulevard
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In our eReader you can find the full English version of the book. Read Proposed Three Span Arch Subway of the C. M. & St. P. Ry. Over Humboldt Boulevard Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book Proposed Three Span Arch Subway of the C. M. & St. P. Ry. Over Humboldt Boulevard
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Pec P P + = (6o/.i + l) 163000 X 7.5 8.1 X 7.5 X 144 ( 6 X 5.45/0.1 -h 1) = 440 pounds per square inch.
In order to drain the v/ater fron these pockets they -.vill be b.iilt on a slight grade and drained by neaas of a 4" tile drain laid with open joints. This drain .'/ill connect to the sev/ers by .-.eans of an outlet thru the pier under ground.
Plate 10 sho'js the final dimensions of the pier.
Surface area of pier s 4o6,13 square feet. Therefore, the weight of pier per lineal foot of sane is 4...00,13 x 150 equals 61000 pounds. The center of gravity '.vas foimd by cutting the p.'er out of stiff paper and balancing sane on a point of a pair of dividers.
2.
The rreight of the pier v.'as conbinecl analytically '.7ith the veight of earth above the pier, ■7eir;ht of eartli equals 15000 pounds. Therefore the total equals 7G,000 pounds.
Plate 9 shows the graphical conbination of forces to deterrnihe the cases of maxinur. and nininun stress at the toe and heel of the pier.
jiveconditlons of loading were investigated.
What to read after Proposed Three Span Arch Subway of the C. M. & St. P. Ry. Over Humboldt Boulevard?
You can find similar books in the "Read Also" column, or choose other free books by Koch, Raymond J to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
Pec P P + = (6o/.i + l) 163000 X 7.5 8.1 X 7.5 X 144 ( 6 X 5.45/0.1 -h 1) = 440 pounds per square inch.
In order to drain the v/ater fron these pockets they -.vill be b.iilt on a slight grade and drained by neaas of a 4" tile drain laid with open joints. This drain .'/ill connect to the sev/ers by .-.eans of an outlet thru the pier under ground.
Plate 10 sho'js the final dimensions of the pier.
Surface area of pier s 4o6,13 square feet. Therefore, the weight of pier per lineal foot of sane is 4...00,13 x 150 equals 61000 pounds. The center of gravity '.vas foimd by cutting the p.'er out of stiff paper and balancing sane on a point of a pair of dividers.
2.
The rreight of the pier v.'as conbinecl analytically '.7ith the veight of earth above the pier, ■7eir;ht of eartli equals 15000 pounds. Therefore the total equals 7G,000 pounds.
Plate 9 shows the graphical conbination of forces to deterrnihe the cases of maxinur. and nininun stress at the toe and heel of the pier.
jiveconditlons of loading were investigated.
What to read after Proposed Three Span Arch Subway of the C. M. & St. P. Ry. Over Humboldt Boulevard?
You can find similar books in the "Read Also" column, or choose other free books by Koch, Raymond J to read onlineMoreLess
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